Review of High Strain Rate Testing of Granular Soils
Author:
Affiliation:
1. Department of Civil and Urban Engineering, New York University Polytechnic School of Engineering, Brooklyn, NY 11201 US.
Publisher
ASTM International
Subject
Geotechnical Engineering and Engineering Geology
Cited by 21 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Experimental and Numerical Characterization of Granular Material Until Shock Loading;Journal of Dynamic Behavior of Materials;2024-06-06
2. Rate Dependence of Penetration Resistance in a Cohesive Soil;Conference Proceedings of the Society for Experimental Mechanics Series;2024
3. SHPB experiments and FDM-DEM coupled simulations on calcareous sand under uniaxial to triaxial deformation;International Journal of Impact Engineering;2023-11
4. Experimental and mesoscale analysis on wave propagation induced by impact in dry silica sand;International Journal of Impact Engineering;2023-10
5. Rate-dependent shearing response of Toyoura sand addressing influence of initial density and confinement: A visco-plastic constitutive approach;GEOMECH ENG;2023
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